Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
BCIS Home Log In i User Registration Hot Topic ; Submit Surcharge Stats&Facts t Publications ? FBC Staff i'BCIS Site Map Links Search i Pr = `- Product Approval d 54'�or 3 USER:Public User Product Approval Menu>Produa or Application Search>Application List>Application Detail FL# .FL8228-R7 Application Type A Code Version 2014 Application Status roved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By i�j I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ?Yes :%No ON/A Product Approval Method Method 1 Option A 8228.11 Fiberglass Side-Hinged Door Unit 6-8"Impact Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8228 R7 C CAC NI006900.05.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+52.0/-52.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0162Dx.pdf Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7 Created by Independent Third Party: do not exceed the design pressures listed. 12'-0"x 6'-8"max Evaluation Reports nomi I size.See DWG-MA-FLO162-07 for additional FL8228 R7 AE 502A.odf inf do Created by Independent Third Party:Yes 8228.12 Fiberglass Side-Hinged Door Unit 6'-8"Impact Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8228 R7 C CAC N1006900.05.pdf Approved for us a HVH es Quality Assurance Contract Expiration Date Impact Resi t:Yes 12/31/2020 Design Press re:+55.0/-55.0 Installation Instructions Other:Evaluate ca ions adhering to the Florida FL8228 R7 II FL0162Dx.p f Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7 Created by Independent Third Party: do not exceed the design pressures listed. 12'-0"x 6'-8"max Evaluation Reports nominal size.See DWG-MA-FLO162-07 for additional FL8228 R7 AE 502A.Ddf information. Created by Independent Third Party:Yes 8228.13 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8228 R7 C CAC NI006900.06.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+40.0/-45.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0163Dx.pdf Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7 Created by Independent Third Party: do not exceed the design pressures listed. 12'-0"x 8'-0"max Evaluation Reports nominal size.See DWG-MA-FLO163-07 for additional 1`1_8228 R7 AE 501A.Ddf information. Created by Independent Third Party:Yes 8228.14 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8228 R7 C CAC NI006900.06.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+43.0/-47.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0163Dx.pdf Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7 Created by Independent Third Party: do not exceed the design pressures listed. 12'-0"x 8'-0"max Evaluation Reports nominal size.See DWG-MA-FLO163-07 for additional FL8228 R7 AE 501A.Odf information. I Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �."5 LW1007 RE E Credit Card Sate /J47 149".IMAX. OVERALL FRAME WIDTH � LYS O (7 O SIDE-HINGED FIBERGLASS DOOR UNIT 21" .MAX 36.375" MAX. nr(� D.L.O. PANEL wV DTtl-- t.5 MAX. l5 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES I -FRAML. w;+7rFM I zo cr i- VJ/AS(RAGA1� _...__._---...___. GENERAL N07F-S I- I t _^-__•- .......__._.._..._....-_... .._............---.-.--'-- - --- 1, EVALUATED FOR USE IN LOCATIONS ADHERING 'TO -• "-� `- TI.1(. FLORIDA BUILDING CODE AND WHERE. PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM + DESIGN LOADS FOR BUILDINGS AND OFHER SIRUC'FURF:S, DOES NOT EXCEED THE DESIGN PRESSURES LISTED, 2. WHEN INSTALLED 1N THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSIEM (SHUTTERS) 15 REQUIRED. �`+ E•-- 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, CIO (t) EXCLUDING THE HIGH VELOCITY HURRICANE ZUNI. (HVHZ), u s p i ¢ W HURRICANE PROTECTIVE SYSTEM. IS NOT REOUIRED ON © r -- PANELS WITH IMPACT GLASS, a lT IS RE'OUIRED ON F+ANELS WITH NON.-IMPACT GLASS. �+ 4. POLYUREIHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF GO PER ASTM F.84, � POLYSTYRENE CORE FLAME SPREAD !NOEX OF' 15 AND SMOKE DEVELOPED INDEX OF 115 PER A50M E84.. 5. PLASTICS TESTING OF FIDERCLA.SS FACING: I ! 5 v IS TEST DESCRIPTION DESIGNATION RESULT b�' � SELF IGN110N TEMP _aSFM 01929 _ _752 '_F' > 650 RATE_OF BURNING __ASTM UG3_S_ _0.56 IN(M!N w�. SMOKE-DENSITY ASTM D2843 53.4% - .. � +y TENSILE S"IRENGTH' AS1M D838 3.2% OIFF _ G. PLASTICS TESTING OF LITE FRAME MATERIAL: Til TEST DESCRIPTION ASTM -929 740 'F DOVE>L�' DOOR UNIT' YJ/SNIE'LITE SELF IGNITION TEMP T ASTM 01929 740 'F > GSG 'F a M RAPE UF' BURNING ASTM OG35NSITY 0.77 1N MIN Ad IeWiSG IONAMI }Ul Ln U) SMOKE DEa5 nM D2A43 13.n% (r in In v) ._.__...........-.......-_^....__..-..._._._ CBFhlkairoll hb.: N r a a G 9 ag-tL:r TENSILE SIREN^,71i• ASTM 2638 -7 507 DIFF Roved 7` x • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Date AEYIPMEtl: q/ /„ I(rj' V 4500 HOURS XENON ARC IdE'THCU 1 7, IMPACT GlA7!NG 1AMif1ATE•MIAMI-DAVE BCCO NpA 09-0127.13. - _._..-- : - W Imo. VI ! � l : 4 i hl{nl N LEi j SINGLE DOOR UNIT DOUBLE" DOOR UN17 SINGLE DOOR LINT 7' SIVS;LE DOOR UNIT 6(� F Q•Q(j•_{;[�ji_)y[�lg�Ll j 1 OUBLF DDDR II E N! S QQ ITE$ I WITH SIDELITE WITH SICELIT �C:]v m¢'O! F..._.._.____..._...._.... WHERE WATER INFILTRATION P'ERF'ORMANCE IS " �`I TABLE OF CONTENTS REQUIRED TO BE 157 OF DESIGN PRESSURE' °ARI` 1/5/07 -'-t--' "--'------� u N'r IG MAX Wi0'(II -ItaSW!NC UUTSW(NG INSWING _ UUl'5W!NG _ OU S'NPJGT F/+-� tiaLE: SHEET N i __ DESCRIPTIO"I x ! 37.5 +52.0 -E•2.G- +55.0 5.0 t 9.0 -?9 U +a :0.... _-Ti0:0 +55.0• -•55.0• 1•^ -- 1 TY!ICAL ELEVATIONS & GENERAL NATES ............_.. __...._....... ._._._..._........____....__.._ F 19.0 •-19.0F4C.0 -4U.0 i 55A -55.0 SiYo F 2 .^ ANCHORING LOCATIONS & DETAILS -•.' CX o+ XO 75 F52.G -52.0 +55.0 -55.0 +19.0 -14.0 +aD.p_ -_40.0 _+55.0 -55.0 cHK•m" I 3 .ANCFIURING LOCATIONS & DETAILS OXU 112...5 +:i7.0 f --52.11 +55.11 -55.0 +19.(11---19.D-���+40.0 j-4L7.4 �+55.0- KURT 3AL THA2DR p%N1NIt K0.: OXXO 149'^ .+SLO -52.0 +55.Q -55.0 +19.0 r-19.L` :r40.0 -40:0 +55.L` -55.0 FLORIDA/ P.E. F. _..._......._._.._....___._..._._._.___...____. --_. ...................._.....t........_._._._...._..._.__.......1.•........__....._..............................- i .PING a-.L01G2-07 • High Dom Threshold Design SG53.. -�, -_a _ _ ____ __ _� ............................................ �� cc: C) C-) Q SEE DETAILk0 C 3 3" 3 ..............!. ............... .... lo I —,; Cc 61- L_u _zz 0! 1.— Ln C) L.Lj SEE DETAIL (n —(f) < 0. SEE DETAIL 1.0 SEE DETAIL 06 0 c IN 6" Al .......... 6"3" ............. ..................... 3 6" SEE DETAIL. 3P 46dardmtoW > "F" v)V7 ull VI T.V) #8 x 2 112 Dat, uj to ,ASTRAGAL RETAINER BOLI' HOLE MUST BEDRILLED THROUGH 10 x 2 THE THRESHOLD & INTO THE Av: uj IE #8 x 2-1/2' SrRUCIURE DEEP ENOUGH I,-, �f CL 10 x 518 FOR A 1.375 THROW ...... ATTACH ASTRAGAL RETAINER BOLT §8 x 2-112" #10 x 3/4" T" ASTRAGAL ,8., S FRIKE ........... PLATE F0 FRAME 10 x AS SHOWN. #10 314" • 0.12.4"ANNEALED r—DECORATIVEINSERT JIO x 2 0.0go'.SAFLEX 'IG (CIPTIl,)NAL) Dow 832., 1v FRAME DOOR 0.124"ANNEALED--' .01124'TEMP. /2-pHs DETAIL <z. TYPICAL. t7 OR 1332 Dow 8320.9G2 1 SrALC; ChK.aY: Diu awc.fly: rXTrr?IDR R INTERIOR DP,vi tic NO.: al��fAt_CLAZIINC DFTAII TYPICA! D E TA I.L INS IN TJ-IR_�.5HDjjD %—�LjTSWINQ THRES1100 ll_'L�A�._,Q/5 11 AR 5),1.V.L.Q. C*F -!MPA ............ IMPA RATED GLAS N : (IT .�,.1825 3 ............................... ............. --——----------- ........................ .............................. SEE DETAIL 6.. -- 5" L,) "E" SHT. 2 .3" 3 -j IT6" D ZCL Ln V ., Y SEE DETAIL) D' SHT. 2 vIL �,L-j i :EE In 0) SEE DETAIL 'C" SHT. 2 (A 0 6" I .I I I I I I I Ili I I I ! s�eS ��z SEE pETA 6" F" SHT. 2 3 3s 1. ANCHOR ANALYSIS FOR LOADING CONDmONS PREPARED, ul SIGNED AND SEALED -BY LtA` R. 1-01,4�, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) U z FASTENER RATING FROM z OM THE DIFFERENT FASTENERS to ti BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESFIOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE j 4i Il. #10 WOOD SCREWS OR 3/16" 'FAPCONS. A PHYSICALLn C)n.8 q, SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR :) to LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". JIABA) uw TARE-5 ..�D L E LA 01 STRUCTURAL 1. 1 KWIKS G',RADE 3 CYLINDRICAL LjkTCH AND 2. MULLIONS 1'0 BE 2-1/2" X 4-3/8" S C GRADE ET SERIES 400 FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO ISERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG i IAT 5-1/2" CENI'ERLINE. fu r, 0 0 CORRUGATED FASTENERS LOCATED 3" FROM EACH ENO . 2. 14" X 4" FULL MORTISE BUTT HINGFS. AND MAXIMUM 7" O.C. OR #10 X 2'* FLAT HEAD WOOD ............................................. SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50 0, .7 ANSI/AF&PA N.DA FOR SOUTHERN PINE LUMBER AND ACI--iEIVLmENT MIN 0.25" MIN 0.2.5" z MAX MAX OF 1-1/2" MINIMUM EMBEDMENT. T;IC TAPCON MUST ACHIEVE SHIM S-PiM MINIMUM EMBEDMENT OF 1-1DAY- /4". -!z2e4�........ CL CL ewww1b... I'l i e. e,9 0;.,- 4. WOOD BUCKS BY OTHERS MUST EIIE- At',101ORED PROPERLY TO • DWG.BY. Syvs 'I RANSFER LOADS TO STRUCTURE. ............ 5. MINIMUM 00-SIGN VALUE STRENGTH O ANCHORS 171 1-13S. TYPICAL WOOD BUCK TYPICAL- MASONRY 0WG-La-FLN62--07j ANCHOR INSTALLATION ANCHOR INSTALLAIION ........... � ggi. .p^ din::•- ,ry' - '�".,a`._���...f �o,....�,._„_..::..:m.._...,,,._.� "',�. ;;t�-t r�ME 2_1 SCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats&Facts i Publications € FBC Staff BCIS Site Map Links ! Search Product Approval dbr P �� -USER:Public User iNlall Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL14095-R7 Application Type R vi Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived . Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category (�:Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/18/2016 Date Validated 05/20/2016 Date Pending FBC Approval Date Approved 05/20/2016 Summary of Products FL# Model,Number or Name Description 14095.1 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(5/16 in PVB or SGP Lam- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EL 1.4095 R7 C CACFd1011567.04-R2.pddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2017 Design Pressure:+65/-70 Installation Instructions Other:Laminated glazing interlayer material requirements FL14095 R7 1I FL14095 R5 11 DP65- meet the current edition of the FBC in accordance with 70 3602 Impact Installation Instructions.odf Miami-Dade Notice of Acceptance for DuPont SentryGlas and FL1409S R7 II NI011567.04-R2 Dwgs 02172016.Ddf Miami-Dade Notice of Acceptance for DuPont PVB interlayers. Verified By: Hermes Norero,PE 73778 White ridged PVC exterior extrusion requirements meet the Created by Independent Third Party:Yes current edition of the FBC in accordance with Miami-Dade Evaluation Reports NOA.IG back bedded with Dow 995. EI.,t4R45 R7 AE_P,C:.1394,;,pcif Created by Independent Third Party: Yes 14095.2 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(1/8 in-1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R7 C CAC NI011567.08-NI011567.09.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2017 Design Pressure:+65/-70 Installation Instructions Other:White ridged PVC exterior extrusion requirements FL14095 R7 II 3602 DP65-70 Installation.pdF meet the current edition of the FBC in accordance with FL14095 R7 II 36x72 DP65- Miami-Dade NOA.IG back bedded with Dow 995. 70 Through Frame Wood Installation.PDF Verified By: Hermes Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL14095 R7 AE PER3092.r)df Created by Independent Third Party:Yes 14095.3 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(3/16 in- 3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R7 C CAC N1011567.06-NI011567.07.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2017 Design Pressure: +65/-70 Installation Instructions Other:White ridged PVC exterior extrusion requirements FL14095 R7 II 52.1.25x75 DP65-70 Installation.pdf meet the current edition of the FBC in accordance with FL14095 R7 II 52.12505 DP65- Miami-Dade NOA. IG back bedded with Dow 995.Windows 70 Through Frame Wood Installation.PDF with insulated glass wider than 36"require setting blocks. Verified By: Hermes Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL14095 R7 AE PER3093.Ddf Created by Independent Third Party:Yes P1409�D Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in PVB or SGP Lam- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R7 C CAC NI011567.02-R1.pdf Approved for us a Z:Yes Quality Assurance Contract Expiration Date Impact Resist rit:Yes 04/30/2017 Design Press e: +50/ 60 Installation Instructions Other:Laminate r aye material requirements FL14095 R7 II FL14095 R5 II DP50- meet the current edition of the FBC in accordance with 60 52.125x75 Impact Installation Instructions.pdf Miami-Dade Notice of Acceptance for DuPont SentryGlas and FL1.4095 R7 II N101.1,567.02-R1 Dwas 021.72016.odf Miami-Dade Notice of Acceptance for DuPont PVB interlayers. Verified By: Hermes Norero,PE 73778 White ridged PVC exterior extrusion requirements meet the Created by Independent Third Party:Yes current edition of the FBC in accordance with Miami-Dade Evaluation Reports NOA. IG back bedded with Dow 995.Windows with insulated FI 14095 R7 AE PER3g .pdf glass wider than 36"require setting blocks. Created by Independent Third Party:Yes 14095.5 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in SGP Lam-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R7 C CAC NI011567-NI011567.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2017 Design Pressure:+65/-75 Installation Instructions 14.O.C.MAX. 5S.MAX. MIN.DISTANCE MASONRY INSTALLATION THRU JAMB FROM FOR EDGE:21/2" CORNERS A aG MASONRY 2. .. BLOCK ° d • t 1/4"MIN. 18.5.O.L. C E EMBEDMENT MAX.THRU G', JANE 1MIN. EMBEDMENT 1/4°MAX /1-1 MAX SHIM SPACE Q 3 SHIM SPACE MIN.DISTANCE V IIH 2- FOREDGE:21/2" ° 'z 13, ° v MASONRY BLOCK 'GLAZING DETAIL JAMB SECTION(TYP) HORIZONTAL SECTION FRAME SECTION(TYP) VERTICAL SECTION 3/4"MAX 5FRM SPACE A 4.5'MAX (D '. .. FROM Q p 3 1,•4"MIN. CORNERS EMBE°HENT PREMIUM ATLANTIC VINYL SH WINDOW 2 p MASONRY Max Fra DP RATING IMPACT °. °. BLOCK 52 1/8 x 75 1 +50/-60 1 YES WINDOW WIDTH(52 1/8'MAX.) TYPICAL ELEVATION WITH FASTENER SPACING MIN.DISTANCE FOR EDGE:2 i/2° LARGE MISSILE IMPACT General Notes: Installation Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 1. Seal flange/frame to substrate. of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 2. Use 3/16"ITW Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1114"into concrete or masonry at each location with a 21/2"min from edge distance.For Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. concrete (min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2• All glazing shall conform to ASTM E1300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by to the structure. The host structure is the responsibility of the architect or engineer of record for the DuPont-3mm annealed. project of installation. 4. Use structural or composite shims where required. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does �� ,Q r�i PROJECT ENGINEER: DATE: 3737 Ldl<EPOTt Blvd not address he sealingconsideration that may arise in different wall ^►� �`X. �` -- 08/13/2014 y ` ••1» • DRAWN BY: SCALE: jELI�N Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions �` ; \.� Q :• D.Vezo NTS Phone: (541)882-3451 packaged with the window or go to ? 7 ,.. CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. = ? 7k _ J. Kantola rr = APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window DISCLAIMER: Gil -- P <tr This drawing and its contents are confidential and are not to be r� 0 '•., �(} � .• PART PROJECT ND.: reproduced or copied in whole or in part or used or disclosed to others �i1 P Nogg. e D608729 except as authorized by JELD WEN Inc. sea E en to 998 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 2 OF 3 NCTL210-3874- -FBC 00 A, BCIS Home j Log In User Registration Hot Topics j Submit Surcharge Stats&Facts Publications i FOC Staff BC1S Site Map ; Links 1 Search i Product Approval USER:Public User Product Approval Menu>Product or Aool:catinn Search>Aorlica`ion List>Application Detail FL# FL14090-R W Application Type Code Version 014 Application Status A rove *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative ]ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category indows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/23/2015 require setting blocks.These windows do not meet small 65 LMI 74x54 Installation Instructions.odf missile impact wind-borne requirements as required by Verified By: Hermes Norero,PE 73778 FBC,section 2411.3.3.7 when the exterior lite is annealed. Created by Independent Third Party:Yes These windows meet small missile impact wind-borne Evaluation Reports protection requirements as required by FBC,section FL14090 R6 AE PER3104.edf 2411.3.3.7 when the exterior lite is tempered.Miami-Dade Created by Independent Third Party:Yes WAS: Quanex Building Products,Inc PVC(12-1017.02 and 13-0425.15),Dupont SentryGlas Interlayer(11- 0624 14090.6 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 62"Insulated Glass(5/16 PVB Lam in-3/16 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R6 C CAC N1011745.01.odf Approved for u u f e H :Yes Quality Assurance Contract Expiration Date Impact Resi nt:Yes 11/30/2017 Design Pres re:+50/-50 Installation Instructions Other:Windows w su ated glass wider than 36" FL14090 R6 II 161350 74x62 LMI Installation instructions.pdf require setting blocks.These windows do not meet small Verified By: Hermes Norero 73778 missile impact wind-borne requirements as required by Created by Independent Third Party:Yes FBC,section 2411.3.3.7 when the exterior lite is annealed. Evaluation Reports These windows meet small missile impact wind-borne FL14090 R6 AE PER2692.1)df protection requirements as required by FBC,section Created by Independent Third Party:Yes 2411.3.3.7 when the exterior lite is tempered.Miami-Dade WAS: Quanex Building Products,Inc PVC(12-1017.02 and 13-0425.15),Dupont PVB Interlayer(13-0129.27). Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:•Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: mini W ®— Credit Card Safe r MIN.DISTANCE MASONRY INSTALLATION FOR EDGE:2 1/2" ASONRY a aQ• JEI'A BLOCK 15.7!'0.C. 6.6'MAX. 6M.FRAME COOKERS C 11/4°MIN . i is d d 3BEDMENT 11/4" MIN. ,i EMBEDMENT 17'O.C. Ij 1/4"MAX -MAX. :` 1/4"MAX ;i 3 SHIM SPACE SHIM SPACE it! MIN.DISTANCE�i FOR EDGE:2 1/2" ,d � 2mm I I i2.0.0 mm 5.0mm 3.0 mm 2 I IIGLASS BITE i �• 4 13.0 mm r MASONRY i BLOCK DOW 995 t GLAZING DETAIL li JAMB SECTION(TYP) HORIZONTAL SECTION j FRAME SECTION(TYP) VERTICAL SECTION ii �T T HIM SPACE WINDOW WIDTH(74'MAX.)- I 4 11/4"MIN. TYPICAL ELEVATION WITH FASTENER SPACING 42 EMBEDMENT Max Frame DP RATING IMPACT MASONRY 74 x 62 +50/-50 1 YES BLOCK MIN.DISTANCE FOR EDGE:21/2" Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use 3116"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida of 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. (min.f =3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM El 300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 5 mm annealed/9 mm airspace/3 mm annealed/2 mm PVB by to the structure. The host structure is the responsibility of the architect or engineer of record for the Dupont/3 mm annealed, project of installation. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor the building code. window to achieve the rated design pressure up to the size limitations 0% I'14 7. Maximum sizes are buck sizes and do not include fin or flange. noted, It is not intended as a guide to the installation process and does �N PROJECT ENGINEER: DATE: not address the sealing consideration that may arise in different wall ��� Q' •.••''•• (�` ��i� -- 01/30/2014 jEL]WWEN 3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions ��:• •• �� DRAWN BY: SCALE: Klamath Falls,OR.97601 packaged with the window or go to D.Vezo NTS Phone: (541)882-3451- CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. _ * = 3. Kantola 'fl T T Q' = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider DISCLAIMER: This drawing and its contents are confidential and are not to be 0 DP ���: PART P 0 Ear ND Masonry Installation (74"x 62") reproduced or copied in whole or in part or used or disclosed to others '� o. ��e �6��34� except as authorized by JELD-WEN Inc. gee IIe�l 99e IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET es 8dd(�1� NCTI_210-3894- -FBC 3OF4 Cx ��'� BCIS Home i Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications i FBC Staff SCIS Site Map Links i Search :f 'w afz ', Product Approval USER:Public User Product Approval Menu>Product or Aool:cation Search>Applirallon List>Application I Detail .'y' FL# FL14088-R6 �ce'`alsd.E � Application Type Rliw&slao=Approved Code Version Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category W i ndows Subcategory Fixe Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/23/2015 Date Validated 05/18/2015 Date Pending FBC Approval Date Approved 05/25/2015 Summary of Products FL# Model,Number or Name Description 14088.1 Premium Atlantic Vinyl Fixed(8300)52.125"x 75"Insulated Glass(3/16 in-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14088 R6 C CAC NI011678.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/30/2017 Design Pressure:+55/-55 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14088 R6 II DP- require setting blocks.Miami-Dade NOAs: Quanex Building S5 52.125x75 Installation instructions.ndf Products,Inc PVC(12-1017.02 and 13-0425.15). Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14088 R6 AE PER3111.13df Created by Independent Third Party:Yes 14088.2 Premium Atlantic Vinyl Fixed(8300)52.125"x 75"Insulated Glass(3/16 in-3/16 out Tempered) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14088 R6 C CAC NI011677.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/30/2017 Design Pressure:+6S/-65 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14088 R6 lI DP- require setting blocks.Miami-Dade NOAs: Quanex Building 65 52.125x75 Installation Instructions.ndf Products,Inc PVC(12-1017,02 and 13-0425.15). Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14088 R6 AE PER3110.1idf Created by Independent Third Party:Yes 14088.3 Premium Atlantic Vinyl Fixed(8300)52.125'x 75"Insulated Glass(5/16 PVB Lam in-3/16 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14088 R6 C CAC NI011699.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2017 Design Pressure:+55/-55 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14088 R6 lI DP- require setting blocks.These windows do not meet small 55 52.125x75 Impact LMI Installation Instructions.pdf missile impact wind-borne requirements as required by FBC, Verified By: Hermes Norero,PE 73778 section 2411.3.3.7 when the exterior lite is annealed.These Created by Independent Third Party:Yes windows meet small missile impact wind-borne protection Evaluation Reports requirements as required by FBC,section 2411.3.3.7 when FL14088 R6 AE PER3109.odf the exterior lite is tempered.Miami-Dade NOAs: Quanex Created by Independent Third Party:Yes Building Products,Inc PVC(12-1017.02 and 13-0425.15), g14088r.45 rlayer(13-0129.27). == Premium Atlantic Vinyl Fixed(8300)52.125"x 75"Insulated Glass(5/16 SGP Lam in-3/16 Tempered out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14088 R6 C CAC NI011747.pdf Approved for use ide HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resist t:Ye ` . 11/30/2017 Design Pressu +65/-65 Installation Instructions Other:Windows with in ated glass units wider than 36" FL14088 R6 11 DP65-65 52.125 x require setting blocks.These windows do not meet small 75 LMI Installation Instructions.odf missile impact wind-borne requirements as required by FBC, Verified By: Hermes Norero,PE 73778 section 2411.3.3.7 when the exterior lite is annealed.These Created by Independent Third Party:Yes windows meet small missile impact wind-borne protection Evaluation Reports requirements as required by FBC,section 2411.3.3.7 when FL14088 R6 AE PER3112.0 the exterior lite is tempered.Miami-Dade NOAs: Quanex Created by Independent Third Party:Yes Building Products,Inc PVC(12-1017.02 and 13-0425.15), Dupont SentryGlas Interlayer(11-0624.02). Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement ........--- ._.... ...... ..._.._..... ... .............. ..----......... ._. ...... ... ._........ _....4.S� MAX.._.._._..__...... .._----------------------....._._......__.-----------------.. 14.375" O.C. MAX. FROM _ IN.DISTANCE MASONRY INSTALLATION j THRU FRAME CORNERS FOR EDGE:21/2 MASONRY 2 d'14 BLOCK I 1MIN. d dJEMBEDMENT 16.5' O.C. 11/4"MIN. MAX. THRU EMBEDMENT FRAME 1/4"MAX i 1/4'MAX 3 ' SHIM SPACE 0. SHIM SPACE Q i MIN.DISTANCE FRAME SECTION(TYP) FOR EDGE:21/2" V VERTICAL SECTION � I I 22.0 mm � 2 ' 2.0 mm V i 4.7 mm-y--H�- 3.0 mm I 3p I i MASONRY = I GLASSBITEi BLOCK 1 I DOW 995 JAMB SECTION(TYP) GLAZING DETAIL HORIZONTAL SECTION I � I 1/4"MAX SHIM SPACE —._.—._______.__.._.__.... 4 2' "MIN.DMENTMax Frame" DP RATING IMPA3 4Q111M1./E MASONRY 52 1/8 x 75 +/-65 YES �— WINDOW WIDTH (52.125' MAX.) �I BLocK TYPICAL ELEVATION WITH FASTENER SPACING I FOR DGE:2 I/E —J i FOR EDGE:2 1/2" I Installation Notes: General Notes: 1. Seal flangelframe to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida of 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. (min.f =3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM E1300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 4.7mm tempered-17mm airspace-3,0 annealed-2.Omm SGP to the structure. The host structure is the responsibility of the architect or engineer of record for the Interlayer-3.0 annealed. project of installation. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor the `t`��t I I' building code. window to achieve the rated design pressure up to the size limitations �� i� 7. Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does �� �� PROJECT ENGINEER: DATE: � •..•• •. , � 3737 Lakeport Blvd not address the sealingconsideration that may arise in different wall Q` •.• -- 01/30/2014 y \ 'A JEID�'�VEN Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions \. : O D Vezo SLE: NTS Phone: alts, R.97651 packaged with the window or go to O 7 www.jeld-wen.com/resources/installation. _ * 7�r = J e Kantola TITLE: APPROVED BY: Premium Atlantic Vinyl Impact Fixed Window DISCLAIMER: [U -- „ This drawing and its contents are confidential and are not to be O OP PART P O ECT D: Masonry Installation (52.125 x 75 ) reproduced or copied in whole or in part or used or disclosed to others ��Shw g `` oba�46exce t as authorized b JELD-WEN Inc. 3980 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET p y e NCTL210-3908- -FBC 00 30F4 ((}} BCIS Home ! Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ( BCIS Site Map ` Links Search i 4'4 3roz Product Approval r :a USER:Public User "I , �p "oduct Approval Menu>Product or ADDI:CatiOn Search>Application List>Application Detail FL# FL11870 R4 Application Type Affirmation Code Version 14 Application Status Appro Comments Archived ? Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .j Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.Amoruso,P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Steven M.Urich,PE `.3 Validation Checklist-Hardcopy Received Certificate of Independence FL11870 R4 COI C oft 2263 RevO 413- 1003 JW StructuralMullion.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11870 R4 Eauiv EER 2263 RevO 413- 1003 JW StructuralMul lion A.odf Sections from the Code i I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity }Yes C.:No i..iN/A Product Approval Method Method 1 Option D Date Submitted 06/17/2015 Date Validated 06/17/2015 Date Pending FBC Approval Date Approved 06/27/2015 Summary of Products F Model,Number or Name Description 11870.1 Clipped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion of Use Installation Instructions Approved for use in H :Yes FL11870 R4 II JELD0108 RevO.odf Approved forus ide HZ:Yes Verified By: Robert J.Amoruso,P.E.49752 Impact Resists :Ye Created by Independent Third Party:Yes Design Pressu e:+75/-75 Evaluation Reports Other: FL11870 R4 AE PER 2263 RevO 413- 1003 JW StructuralMullion A.odf Created by Independent Third Party:Yes 6ac1< dext contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 95 11as - Credit Card Safe JELD-WEN co CLIPPED ALUMINUM TUBE MULLION A LARGEAND S1V"L MISSILE IMPACT RESISTANT- II VHZ W a MULLION SPAN VS. LOAD WIDTH TABLES-INSTALL4TIONANCHOR4GE DETAILS & GENERAL NOTES: INSTALLATION NOTES: 1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA I.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 20112021203.AND ALUMINUM DESIGN MANUAL. 2.ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-114"TO CONCRETE AND 2'TO HOLLOW BLOCK. 2.NO 33-113%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR 3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF nt�1 W - o r` Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x(MIN)WOOD STUD(i.e.3/4'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). S-1 0 o w 3.POSITIVE AND NEGATIVE DESIGN PRES _ SURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 4,ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 112". w w O W s JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. ' S.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.55 OR GREATER. g u) 3 0 4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, _ SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES, j ZZ'U IL w S.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS 7,FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,AONE-TIME U J -I O ) (BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE ?O Z)U) S Z BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. W F C6 W 6.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. --r03 8.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE O U¢F2Z o 7.ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR J w= F LOAD RESISTANCE,AIR&WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR UJY~z Z REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. 8.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAY BE MOUNTED VERTICALLY PR OR HORIZONTALLY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT .9 FW-- 8`.9 FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING. p0 c1 y 9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. w Z 10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS a-I k 10. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE'G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. UJ 7 kkk 11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, 11. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH O W o FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-POST CLIP AND CUP PLATE. B oIt 12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE: BFB o g� TO BE USED WITH THESE MULLIONS. 1. TO CONCRETE BLOCK 13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1,1. 3116"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1"MINIMUM EMBEDMENT AND 2-MINIMUM EDGE DISTANCE. 14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL 1.2. ATTACHMENT MAY BE MADE THROUGH IX OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY. HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 2. TO 2500 PSI MINIMUM CONCRETE 2.1. 3/16"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1.112'MINIMUM EMBEDMENT AND 2-114- 15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING MINIMUM EDGE DISTANCE. FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. 2,2, ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE. 3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE 3.1. #10 WOOD SCREWS OF N10 TAPPING SCREWS(SMS OR SDS)WITH 1-112•MINIMUM EMBEDMENT AND 314"MINIMUM EDGE DISTANCE. Robed J.Amoroso,P.E. 4, TO 116'"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Flu=Fly=22 KSI MINIMUM) Florida P.E.No.49752 TABLE OF CONTENTS 4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SDS)WITH FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 112"MINIMUM EDGE DISTANCE. -;\y61101f f f��� 00 SHEET SHEET DESCRIPTION 1 GENERAL NOTES.INSTALLATION NOTES&ANCHOR SCHEDULE Y�,��4C,'.•�\C EIV$-.a/lGe�+ 2 ELEVATION w T' No 49752 tv'p 3 COMPONENTS 4 C-CLIP AND T-CLIP INSTALLATION DETAILS �L •,�, T[ P .:41 5 'GOAL-POST'CLIP INSTALLATION DETAILS ,eo S;g�......... 6&7 MULLION SPAN VS.LOAD WIDTH TABLES fan�ONAL'�t\\e raft PDGII{{\\\\ L 1 NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C')PROVIDED IN DETAILS 111,211 AND 311 ARE PROVIDED ONLY TO ILLUSTRATE THE a GEOMETRIC /i �\ DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS INCLUDED FENESTRATION SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. f° PRODUCTPER a SEPARATE APPROVAL \\ W1 45 12 4�6 15 MULLION 4 5 W P. A" MULLION OR SUBSTRATE a 23 123 458 12 q 4 4 5 FENESTRATION FENESTRATION PRODUCT PER PRODUCTPER MULLION SEPARATE APPROVAL SEPARATE OR W 1 APPROVAL SUBSTRATE MULLION MULLION 4�6 15 MULLION 446 15 o n 'B' C. 'A' MULLION FENESTRATION o c u. FENESTRATION FENESTRATION FENESTRATION .A. PRODUCT PER i w O L2 PRODUCT PER PRODUCT PER PRODUCT PER W 2 L 1 SEPARATE ' cv APPROVAL SEPARATE SEPARATE SEPARATE NESTRATION PRODUCT PER y w o APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL 456 12 456 12 W2 466 12 K o 4 5 6 5 4 5 ¢^2 ��O W -1-00' ui 20 �-- W.3 —I�W4�I--W5---I I�—W 1---i W 2---� W w m ul fi � NOTES: NOTES: NOTES: 5 7 �( n .g 1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAYBE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAYBE i. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY n y Q UNLIMITED PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT m EXCEEDED. LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT W V EXCEEDED. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTSTO L) F MULLIONS SHALL BE PER SEPARATE APPROVAL. r% 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM B 4 SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL BE �t _ DETERMINED FROM DESIGN SCHEDULES, ddd 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED - �S AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE 4.1. MULLION'A' DETERMINED AS FOLLOWS: 4.1.1. MULLION SPAN=L1 4.1. MULLION'A' 4.1.2. TRIBUTARY WIDTH=(Wt+W2)2 4.1.1. MULLION SPAN=L1 4.1. MULLION'A' 4.2. MULLION"B" 4.1.2. TRIBUTARY WIDTH=(WI-W2)2 4.1.1. MULLION SPAN=L1 4.2.1. MULLION SPAN=L2 4.1.2. TRIBUTARY WIDTH=(Wt+W2)2 4.2.2. TRIBUTARY WIDTH=(W3+W4)12 6)E 4.3. MULLION•C'4.3.1. MULLION SPAN=L3 4.3.2. TRIBUTARY WIDTH=(W4+W5)2NESTRATION PRODUCTS FENESTRATION PRODUCTS 49752 LLED VERTICALLY MULLED HORIZONTALLY Robed J.Amomw,P.E. MULLED FENESTRATION Florida 11011 1",PRODUCTS WITH TRANSOMRIORELEVATIONSHOWN A EXTERIOREIEVATIONSHOWN I �1�AMESa� 1 EXTERIOR ELEVATION SHOWN w �•I NO 43752 0( T TE l�Cx ONALS J 4.388" m W 0.125" o S TYP, A -! 0.726" 0.726" v 0.476" 0.476' 0.125". 0.125" c W 1.000" 2.110" 0.125" 2.110" 0.125" a 1.000" �I-2.311"-I 1 1.375' ^1 ,` 5.500' IHI 0.312" 0.375" I -3.000" N O O y � � o 3.000" 0.125' 0 0 0 ° I- 0.438" FOR USE 0.438" FOR USE ANCHOR LOCATION, 10 m w 6161X:I�IAII 0.750" uTwWITH 1"X 4" ° w WITH 1"X 4"TYPICAL n m10c i MULLION MULLION 3" ULLION 'GOAL-POST'CLIPn ¢m ZUM. 6063-T6 ALUM. ci m 0 m oD!0I 2 o O:,I- 1.000" I- K 2 I^�t.Q0I)" 1.950" ANCHOR LOCATION, ANCHOR LOCATION, J W Z I I 0.975" TYPICAL TYPICAL o Q m 0 0 & ANCHOR LOCATION, 0 Q. 2 TYPICAL '29„ 5.500" w Y 0 3.000" I z � � 0.125" 0.110" T7 'mak yy 0 0 0 n Y �S 4.000" ` o FOR USE FFR USE o 4.340" n _ 0.438" O 0 0.438" 0 W0.970" WITH 1"X 3" n C"I H 1"X 3" asL Lil MULLION N LLIONG $ o U " 1"X 4"MULLION ANCHOR LOCATION, ANCHOR LOCATION, TYPICAL TYPICAL 2 6063-T6 ALUM. 1.685" .29" GOAL-POST'CLIP PLATE T-C IP C-CLIP 4 6063-T6 ALUM. 6 -T6 ALUM. 6063-T6 ALUM. R.I.d J.Amo-,P.E. 11.11e P.E.No.01. daq��y{1101!/f/pofpp i ,e DAMES ...•'..EIV K'p�• �' sip•::PGs'. PJo 48752 :o ���•: T 7E 1+ �W Jpp��QMO;1,�3•�G�♦ I..x 3"or 1"x 4"MULLION 1"x 3"or 1"x4"MULLION #10 SMS OR SDS #10 SMS OR SDS o 3 j j WITH FULL THREAD CO WITH FULL THREAD PENETRATION INTO PENETRATION INTO MULLION � MULLION 1/2 13 8 13, w 4 8 0° a 1/2 oUJ o #10 FLATHEAD 2 yl I� 2„ C ° o SDS,(4)PER CLIP #10 FLATHEAD #10 FLATHEAD U) SDS,(4)PER CLIP SDS,(4)PER CLIP y¢m 3„ yl o 4Lu 1"x3"ar1"x � ¢�� �~ o 4"MULLION �17f,"x 3" 1"x 4„" Z z ca c6 MULLION MULLION F- w y TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AToa=�a PE l MULLION INTERSECTION W/C-CLIP 2 MULLION INTERSECTION W/C-CLIP 3 MULLION INTERSECTION W/C-CLIP w w 4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION '52 g Ft Ay-iZ M QQ SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) a tJi ' v (3 � 4 331 ;/FEE 3 EDGE EDGE 1— / EDGE EDGE EDGE DIST. DIST. DIST. 4 DIST. DIST. DIST. ANCHORS PER SCHEDULE,(4)PER CLIP EMBED. EMBED, EMBED. 1" ANdb t2ly CHORS PER ANCHORS PER 1/2" 1„ SCHEDULE,(4) SCHEDULE,(4) O 1" O O PER CLIP PER CLIP If yl 2" � Rabe sP.E. o.497.2. 2" 1 FloriEa P.E.No.09752 #10 FLATHEAD #10 FLATHEAD #10 FLATHEAD SDS, 4 PER CLIP SDS,(4)PER CLIP SDS, 4 PER CLIP °¢IIIUeIre� ( ) ( ) a°°°°1AMES tBj�P 3„ 4.i1��c Erii Ff�gGe,. 1"x3"or1"x a NO 49752 •io: 4"MULLION 1"x 3" 1"x 4" 4 � MULLION MULLION " sus (� Lt T T[ TYPICAL ATTACHMENT 1" C 3"MULLION 1"X 4"MULLION �„�ip••A F •4We 4 ITHT-CLIP 5 ATfACHMENTWITHT-CLIP 6 ATTACHMENT WITH T-CLIP 4 ERTICAL SECTION 4 S E ELEVATION 4 SIDE ELEVATION dJPe;r�ONAL�N°°°° J/7110111111°� DESIGN SCHEDULE: 1"x3" MULLION WITH 'GOAL-POST' CLIP a M MULLION TRIBUTARYWIDTH v SPAN 18" 21" 24• 27" 30" 33" 36" 1 39" 42" 1 46" 4$" 63" 100" 27.6 23.0 20.6 18.3 16,616.0 13.8 12.7 11.8 11.0 10.3 U 3 100" 32.8 28.1 24,8 21.8 19.7 17,9 16.4 16,1 14.0 13.1 12.3 11.1 O _.._._.. ...._.._ _...... ............_._ . 96" 37.0 31.7 27.8 24.7 22.2 20.2 18.5 _ 17.1 16.9 . ....14.8__ ....._..13.9 12.8 DESIGN SCHEDULE NOTES: d o 90" 44.9 38.6 33.7 30.0 27.0 24,6 22.6 20.7 19.3 18 0 16.9 16.3 ___.___.,..._ _._._......_.._ .....�.__...._._..._.....___.. t. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE 86" 61,6 44.1 38.8 34.3 30.9 28.1 25,$ 23,8 22.1 20.6 19.3 11'6 POSITIVE(+)AND NEGATIVE(•)DESIGN PRESSURES FOR 84" 66.3 47.4 41.6 38.8 33.2 30.1 27.6 26,6 23.7 22.1 20.7 18.8 USE WITH MULLION SYSTEM IN POUNDS PER SQUARE _7__..........»... .„........._......-......_.__.. 80" 64.0 64.8 48.p 42.7 36.4 34.9 32.0 29.6 27.4 26.8 24.0 21.7 FOOT(PSF). .....................»__._... __.. .._.�.__..._........._ T$" $84 b$.$ 49.6 44.0 39.8 3$.4 33.4 30.6 2$.3 28.4 24.8 22A 2, FOR DETERMINATION OF MULLION SPANS AND o r _....,_........»3... 16" 8718 66.1 150.8 46.2 40.7 97.0 33.8 31.3 29.0 27.1 264 29.d TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. 72" 71.6 6113 5317 47.7 42.9 39.0 $6.8 33.0 30.7 28,6 26.6 24.3 .0 0 ....._. .................................„. 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE 66, 76.0 80.9 68.5 62.0 46.8 42.0 39.0 30.0 33A 31.2 20,3 28.6 OF CLIP PER MULLION,USE THE LESSER ALLOWABLE � w __...____.-_ - ^I" 60" 76.0 73,0 04.4 67,2 61,6 46.$ 42.9 39.6 38.8 34.3 32,2 29,2 DESIGN PRESSURE. m< g 8 64" 76.0 76.0 71.6 83.8 57.2 52.0 47.7 44.0 40.9 38.2 35.8 32.4 0 a "" ""-- A» 4. 'GOAL•POST'CLIP MAY NOT BE USED FOR Q 60.8" 76,0 75.0 76.0 67.9 01.11 65.5 60.9 47.0 43.6 40.7 38.2 34.6 = ----^ INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK 48" 76.0 76.0 76.0 71.6 84.4 68.5 63.7 49.5 46.0 42,8 40.2_ 36.4 (CMU). .�m 08 z 42 715.0 76.0 7b.0 754 73 0 88.9 01.3 b8.0 52 8 49.1 4&0 41.8 y o i 38.4" 75.0 76.0 76.0 76.0 78,0 73.2 87.1 _61,9 67.6 53.7 60.3 45.0 5. ®DENOTES CONDITIONS NOT ACCEPTABLE x°m J 2 a 38" 76.0 764 T6.0 76,0 76.0 75.0 71.6 68.p 61.3 67.2 63.7 48,$ FOR USE. Ly��mLu p a __._.........._......_...........__.... -- _.__. $ 30" 76,0 76.0 76.0 76.0 76,0 76.0 76.0 76.0 73.$ 68.7 64,4 68.3 a w x 2 y 8 _._ ... _ a.._ 24" 76.0 75A 76.0 76.0 76.0 75,d 75.8 76.0 T6.0 76.0 76.8 72,9 _ Y¢za <o DESIGN SCHEDULE: 1"x3" MULLION WITH 'T-CLIP' OR 'G-CLIP' aPei A MULLION TRIBUTARY WIDTH 2' SPAN 18" 1 21" 1 24" 27" 30" 33" 30" 1 39" 42" 1 45" 1 48" 1 63" �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obert J.Amoroso,P.E. 72" 75.0 75,0 65.8 $8.5 62.7 47.9 43.8 40,5 37.6 35.1 32.9 29.8 Raids P.E.No.49752 88" 75.0 76.4 78.4 75.0 06.4 62.1 67.0 62.8 48.8 b6.0 42 7__._- 38.7 _.. ...... __._..__.. _._........._._..._...._........._..._"- aaatltattaafff 80" 76.4 76.0 76.0 76.0 76.0 76.0 76.0 75,0 86.4 80.7 589 61.6 a`a� RHES for 64" 76.0 76.0 76.0 764 76.0 76.0 7510 76.0 76.0 72.6 68.1 61.7 ..........�4f dies 76.0 76.4 _76.4 ?5.4 76,0 75.0 76.0 75,q 75.0 72.7 w�O:' F' - - -__..-.---- NO 40752 48" 76.0 75.0 76,0 75.0 75.0 76.0 75.0 76,0 76.0 75.0 76.0 69.4 _.... .._...................._............ ._ _ A; 76.0 75.0 75.0 75.0 T5.0 T5.0 75.8 76,0 76.0 76.0 - _- ---- - _ ro: pj 38A' 76.0 76.0 75,0 76.0 75.0 76.0 76.0 76.0 75,0 76.0 78.q 76.0 .0. I , y 1, TC 38" 76.0 75.0 7b.p 76.0 T6.0 76.0 76.q ..... 30" 76.4 1 75.0 76.0 75.0 76.0 76,0 76.0 n_76.4 76.0 764 76.0 76.0 H <0 Fl I, 24" 76,0 1 760-1 76.0 76,0 16.0 76,0 76.0 76.0 .75.0 76.0 75.D 7b.0 fPjppfONA�aGa�aaa�